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-4 00.0 It <br /> DESIGNED APPURTENANCE LOADING <br /> TYPE ELEVATION TYPE ELEVATION <br /> ETCR-654L12H6 w/Mount Pipe 85 RRH-P4 85 <br /> ETCR-654L12H6 w/Mount Pipe 85 2.4"Dia.x 6-ft 85 <br /> ETCR-654L12H6 w/Mount Pipe 85 2.4"Dia.x 6-ft 85 <br /> 2.5G 8T8R RADAR FILTER 85 2.4"Dia.x 6-ft 85 <br /> 2.5GHz RRH-V3 85 2.4"Dia.x 3-ft 85 <br /> 2.5GHz RRH-V3 85 2.4"Dia.x 3-ft 85 <br /> 2.5GHz RRH-V3 85 2.4"Dia.x 3-ft 85 <br /> OPTIC FIBER JUNCTION CYLINDER 85 (2)Side Arm Mount[SO 102-3] 85 <br /> OPTIC FIBER JUNCTION CYLINDER 85 T-Arm Mount[TA 702-3] 85 <br /> OPTIC FIBER JUNCTION CYLINDER 85 ACUTIME 2000 72 <br /> POWER JUNCTION CYLINDER 85 HSS 3"x3"x5' 72 <br /> POWER JUNCTION CYLINDER 85 2.4"Dia.x 6-ft 72 <br /> POWER JUNCTION CYLINDER 85 2.4"Dia.x 6-ft 72 <br /> 800MHz EXT.FILTER 85 (2)2.4"Dia.x 3-ft 72 <br /> fO 800MHz EXT.FILTER 85 Side Arm Mount[SO 102-3] 72 <br /> c a iu 800MHz EXT.FILTER 85 VHLP1-23-1GR 72 <br /> (2)800MHz RRU 85 VHLP1-23-1GR 72 <br /> I (2)800MHz RRU 85 VHLP2-23-1GR 72 <br /> (2)800MHz RRU 85 Side Arm Mount[SO 101-1] 31 <br /> 1 RRH-P4 85 (3)12"x 12"x 4"Light 31 <br /> RRH-P4 85 <br /> MATERIAL STRENGTH <br /> GRADE Fy Fu GRADE 1 Fy I Fu <br /> A607-65 65 ksi 80 ksi <br /> TOWER DESIGN NOTES <br /> 1. Tower is located in Snohomish County,Washington. <br /> 2. Tower designed for Exposure C to the TIA-222-G Standard. <br /> 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. <br /> 4. Tower is also designed for a 30 mph basic wind with 0.25 in ice.Ice is considered to increase <br /> O in thickness with height.5. <br /> _I u, <br /> A. <br /> Deflections are based upon a 60 mph wind. <br /> a 42.3 ft 6. Tower Structure Class II. <br /> 7. Topographic Category 1 with Crest Height of 0.00 ft <br /> 8. TOWER RATING:69.6% <br /> I <br /> 0 <br /> 0 <br /> in <br /> )O n m <br /> V ,- ,- O CD N <br /> N N <br /> ALL REACTIONS <br /> ARE FACTORED <br /> AXIAL <br /> 10K <br /> SHEAR \MOMENT <br /> 1 K ( J 46 kip-ft <br /> TORQUE 0 kip-ft <br /> 30 mph WIND-0.2500 in ICE <br /> AXIAL <br /> 8K <br /> SHEAR MOMENT <br /> 6 K 1 398 kip-ft <br /> 0.0 ft <br /> M TORQUE 1 kip-ft <br /> a REACTIONS-85 mph WIND <br /> m <br /> S mo v en <br /> E g. ro <br /> .48 <br /> d <br /> n 3 z' r m I— m c7 3 <br /> Tower Engineering Professionals,Inc. lob:Buzz Inn(BU 880407) <br /> I 326 Tryon Road Project:TEP No.51358.131860 <br /> l --- Raleigh, NC 27603-5263 Client:Crown Castle Drawn by:pstewart App'd: <br /> Tower Engineering Professionals Phone:(919)661-6351 Code: TIA-222-G Date:09/10/17 Scale: N <br /> FAX:(919)661-6350 Path:cluse,.wsra smowwwIsrnon,,40I01Ft euotoae8o407 Lcs.er No. <br />